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CITY
OF LAWRENCE |
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City Bid No. 08039 - Project No. 1-SR1-108(S) |
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Iowa Street,
(US-59-K-10) - from 646.28' North of 31st Street to Clinton Parkway/23rd
Street |
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Milling, Overlay,
Pavement Marking, Minor Geometric Improvements (KLINK) |
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Bid Date: May 6, 2008 |
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Engineer's Estimate: $439,613.00 |
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Asphalt
Improvement Co. |
LRM Industries, Inc. |
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| ITEM |
DESCRIPTION |
UNITS |
QUANTITY |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
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| 1 |
Mobilization |
1 |
L.S. |
$
4,200.00 |
$ 4,200.00 |
$
3,650.00 |
$ 3,650.00 |
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| 2 |
Milling
2" Depth (P) |
36,136 |
S.Y. |
$ 1.32 |
$
47,699.52 |
$ 1.10 |
$
39,749.60 |
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| 3 |
Milling
2" Depth (NP) |
834 |
S.Y. |
$ 1.32 |
$ 1,100.88 |
$ 1.10 |
$ 917.40 |
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| 4 |
Asphaltic
Concrete (BM-2) 2" Overlay (P)* |
4,174 |
TON |
$
52.50 |
$ 219,135.00 |
$
54.50 |
$ 227,483.00 |
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| 5 |
Asphaltic
Concrete (BM-2) 2" Overlay (NP)* |
97 |
TON |
$
52.50 |
$ 5,092.50 |
$
64.25 |
$ 6,232.25 |
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| 6 |
Asphaltic
Concrete Leveling Course (P) |
335 |
TON |
$
52.50 |
$ 17,587.50 |
$
70.35 |
$ 23,567.25 |
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| 7 |
Asphaltic
Concrete Leveling Course (NP) |
5 |
TON |
$
52.50 |
$ 262.50 |
$
110.00 |
$ 550.00 |
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| 8 |
Concrete
Pavement Patch (Full Depth) (P)** |
300 |
S.Y. |
$
75.00 |
$ 22,500.00 |
$
83.50 |
$ 25,050.00 |
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| 9 |
Asphalt
Pavement Patch (Full Depth) (P)** |
100 |
TON |
$
100.00 |
$ 10,000.00 |
$
114.00 |
$ 11,400.00 |
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| 10 |
Traffic
Control (P) |
N/A |
1 |
Force Account |
$
30,000.00 |
Force Account |
$
30,000.00 |
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| 11 |
Temporary
Pavement Marking |
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a) 4" Broken White (Tape) (P) |
1,119 |
L.F. |
$ 0.80 |
$ 895.20 |
$ 0.55 |
$ 615.45 |
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b) 4" Broken Yellow (Tape) (P) |
1,255 |
L.F. |
$ 0.80 |
$ 1,004.00 |
$ 0.55 |
$ 690.25 |
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| 12 |
Permanent
Pavement Marking |
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a) 6" Broken White Lane Line (Class A)
(Cold Plastic) (P) |
2,160 |
L.F. |
$ 3.10 |
$ 6,696.00 |
$ 3.25 |
$ 7,020.00 |
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b) 6" Dotted White Lane Line (Class A)
(Cold Plastic) (P) |
92 |
L.F. |
$ 3.10 |
$ 285.20 |
$ 3.25 |
$ 299.00 |
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c) 6" Dotted White Lane Line (Class A)
(Applied to Existing
Pavement) (P) |
12 |
L.F. |
$ 1.60 |
$ 19.20 |
$ 1.60 |
$ 19.20 |
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d) 6" Dotted White Extension Line (Class
A) (Cold Plastic) (P) |
326 |
L.F. |
$ 3.10 |
$ 1,010.60 |
$ 3.25 |
$ 1,059.50 |
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e) 6" Solid White Channelization Line
(Class A) (Cold Plastic) (P) |
2,570 |
L.F. |
$ 3.10 |
$ 7,967.00 |
$ 3.25 |
$ 8,352.50 |
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f) 6" Solid White Channelization Line
(Class A) (Cold Plastic) (NP) |
27 |
L.F. |
$ 3.10 |
$ 83.70 |
$ 3.25 |
$ 87.75 |
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g) 6" Solid White Channelization Line
(Class A) (Applied to
Existing Pavement) (NP) |
23 |
L.F. |
$ 1.60 |
$ 36.80 |
$ 1.60 |
$ 36.80 |
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h) 6" Solid White Edge Line (Class A)
(Cold Plastic) (P) |
159 |
L.F. |
$ 3.10 |
$ 492.90 |
$ 3.25 |
$ 516.75 |
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i) 12" Solid White Chevron Line (Class A)
(Cold Plastic) (P) |
453 |
L.F. |
$ 5.85 |
$ 2,650.05 |
$ 6.15 |
$ 2,785.95 |
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j) 24" Solid White Stop Line (Class A)
(Cold Plastic) (P) |
203 |
L.F. |
$ 7.25 |
$ 1,471.75 |
$ 7.50 |
$ 1,522.50 |
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k) 24" Solid White Stop Line (Class A)
(Applied to Existing
Pavement) (P) |
19 |
L.F. |
$ 6.65 |
$ 126.35 |
$ 7.00 |
$ 133.00 |
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l) 24" Solid White Stop Line (Class A)
(Cold Plastic) (NP) |
26 |
L.F. |
$ 7.25 |
$ 188.50 |
$ 7.50 |
$ 195.00 |
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m) 24" Solid White Stop Line (Class A)
(Applied to Existing
Pavement) (NP) |
29 |
L.F. |
$ 6.65 |
$ 192.85 |
$ 7.00 |
$ 203.00 |
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n) 36" Solid White Crosswalk Line (Class
A) (Cold Plastic) (P) |
336 |
L.F. |
$
10.00 |
$ 3,360.00 |
$
10.50 |
$ 3,528.00 |
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o) 36" Solid White Crosswalk Line (Class
A) (Applied to Existing
Pavement) (NP) |
86 |
L.F. |
$ 9.50 |
$ 817.00 |
$ 9.50 |
$ 817.00 |
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p) 4" Broken Yellow Lane Line (Class B)
(Cold Plastic) (P) |
1,360 |
L.F. |
$ 2.10 |
$ 2,856.00 |
$ 2.20 |
$ 2,992.00 |
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q) 4" Solid Yellow Lane Line (Class B)
(Cold Plastic) (P) |
5,629 |
L.F. |
$ 2.10 |
$ 11,820.90 |
$ 2.20 |
$ 12,383.80 |
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r) 4" Solid Double Yellow Lane Line
(Class B) (Cold Plastic) (P)*** |
1,343 |
L.F. |
$ 4.15 |
$ 5,573.45 |
$ 4.40 |
$ 5,909.20 |
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s) 4" Solid Double Yellow Lane Line
(Class B) (Cold Plastic) (NP)*** |
30 |
L.F. |
$ 4.15 |
$ 124.50 |
$ 4.40 |
$ 132.00 |
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t) 4" Solid Double Yellow Lane Line
(Class B) (Applied to Existing
Pavement (NP)*** |
28 |
L.F. |
$ 2.10 |
$ 58.80 |
$ 2.15 |
$ 60.20 |
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u) Left Turn Lane Use Arrow (Cold Plastic) (P) |
44 |
EACH |
$
150.00 |
$ 6,600.00 |
$
155.00 |
$ 6,820.00 |
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v) Right Turn Lane Use Arrow (Cold Plastic)
(P) |
3 |
EACH |
$
150.00 |
$ 450.00 |
$
155.00 |
$ 465.00 |
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w) Right Turn Lane Use Arrow (Cold Plastic)
(NP) |
5 |
EACH |
$
150.00 |
$ 750.00 |
$
155.00 |
$ 775.00 |
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x) Right Turn Lane Use Arrow (Applied to
Existing Pavement) (NP) |
7 |
EACH |
$
150.00 |
$ 1,050.00 |
$
155.00 |
$ 1,085.00 |
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| 13 |
Existing
Pavement Marking Removal |
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a) 6" Dotted White Lane Line |
8 |
L.F. |
$ 1.60 |
$ 12.80 |
$ 2.00 |
$ 16.00 |
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b) 24" Solid White Stop Line |
20 |
L.F. |
$ 6.20 |
$ 124.00 |
$ 7.00 |
$ 140.00 |
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c) 36" Solid White Crosswalk Line |
42 |
L.F. |
$ 9.50 |
$ 399.00 |
$
10.00 |
$ 420.00 |
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| 14 |
Storm
Sewer Manhole Adjustment (NP) |
3 |
EACH |
$
450.00 |
$ 1,350.00 |
$
500.00 |
$ 1,500.00 |
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| 15 |
Water
Valve Box Adjustment (NP) |
14 |
EACH |
$
250.00 |
$ 3,500.00 |
$
150.00 |
$ 2,100.00 |
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| 16 |
Asphalt
Test Core (NP)** |
8 |
EACH |
$
70.00 |
$ 560.00 |
$
60.00 |
$ 480.00 |
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| 17 |
Remove
and Reconstruct Median Nose at the West Leg of the 23rd Street/Clinton
Parkway and Iowa Street Intersection.
(See Plan Sheet 12A and the Specifications Book for Further
Information). |
1 |
L.S. |
$
2,750.00 |
$ 2,750.00 |
$
5,700.00 |
$ 5,700.00 |
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GRAND TOTAL |
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$ 422,854.45 |
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$ 437,459.35 |
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